... east and west (the loch line running roughly north and south),had on theeast beendisplaced a distance of 6 miles. The surface of the earth had moved 3 miles in one direction on one side of the loch and 3 miles in the opposite direction on the other. It was to be hoped that such movements would...

... of the Murchison earthquake (referred toby him as the Buller earthquake).l Mr. Bastings concluded that, in addition to the epicentre a t White Creek Fault almost due east of the bridge, there was movement on the KongahuFault,zapproximately north of the bridge, and a t about twice the distance. Examination...

... RUPTURES SAND SHEARING MOVEMENT SURFACES WEDGES THEORY EARTH TESTS FORCES SCALE EFFECT MODELS CYCLES VARIATIONS GRANULAR Proceedings.] ON RETAlNING-WALLS, 195 Correspondence. Lieut.-Col. E. P. ANDERSONremarked that further co&rmatoryLient.-fil. experiments on the largest possible scale...

... DEATHS ACCIDENTS KENTLEDGE CYLINDERS SKIN FRICTION EXTRACTION FLOATING FENDERS BOOMS DECKS LAYOUT ARRANGEMENT JOINTS EXPANSION SINKING COLUMNS SPRINGS SHIPS VESSELS IMPACT BOLTS RINGS MOVEMENT FORESHORES PIERS HOLLOW REINFORCEMENT DAGENHAM RIVER THAMES UK 328...

...C E INGLIS © Thomas Telford and ICE 1932 IMPACT RAILWAYS BRIDGES FORMULAE MATHEMATICS OSCILLATIONS CALCULATIONS LOCOMOTIVES HAMMER BLOWS SPANS SPRINGS MOVEMENT BENDING CURVES LONG SPAN FORCES INERTIA EFFECT LOADS INCREASES MASS MEDIUM SPAN STRESS 358 INGLIS...

... MAGNIFIERS DYNAMICS FORMULAE STRESS SPANS LOADS SLIPPING TESTS VIBRATIONS TRAINS TORSIONAL SKIDDING LONG SPAN SPRINGS FRICTION MOVEMENT Sk.Greet. 414 DISCUSSION ON IMPACT IN RAILWAY-BRIDGES. [Minutes of apply only to chord members. Was there any simple modification ofOhose formulas which...

... MATERIALS RUPTURES FORCES SAND WEDGES PLANE FILL LAYERS MOVEMENT EXPERIMENTS IDEALISED LEIGHTON BUZZARD HORIZONTAL STABILITY COHESIVE THEORY MOTION CONTINUOUS WHITE STAR DOCK SOUTHAMPTON LEIGHTON BUZZARD UK © Thomas Telford and ICE 1932 Proceedings.] DISCUSSION...

...H A REED © Thomas Telford and ICE 1926 WHARVES RECONSTRUCTION DOCKS TIMBER CANALS DESIGN SUPERSTRUCTURES CYLINDERS SHEDS FOUNDATIONS TRIALS PILES PROBLEMS CONSTRUCTION REINFORCED CONCRETE WEIGHT DRIVING TESTS MOVEMENT CONTRACTORS MANUFACTURE COSTS MANCHESTER...

...R F GRANTHAM GROYNING EFFECT GROYNES COASTS DAMAGE SEA PROTECTION SHORES DRIFT LITTORAL CONSTRUCTION WALLS BARRIERS MOVEMENT SHINGLE SAND ACCUMULATION DEFENCES COASTAL UK 42 GKANTIIABI ON THE EFSECT OF GKOYNING UPON [Bliuuter;of (Paper No. 4465.) The Effect...

.... COASTAL SAND TRAVEL NEARMADRAS HARBOUR INDIA ASIA MADRAS COASTAL SAND TRAVEL HARBOURS MOVEMENT BREAKWATERS RECLAMATION DREDGING COASTS © Thomas Telford and ICE 1920 ...

...SIR J P GRIFFITH; S PRESTON; A I SLEIGH; F J WARING; L H SAVILE; SIR S B TRITTON; A S NAPIER; SIR M FITZMAURICE INDIA ASIA MADRAS HARBOURS FAILURES LIGHTHOUSES CONSTRUCTION STORMS RUBBLE TRAVEL SAND MOVEMENT FOUNDATIONS WELLS DREDGING PROTECTION CAISSONS SINKING...

... GEOLOGY LANDSLIPS SHALE SLIPS FORMATION IMPERVIOUS LANDSLIDES RED EARTH CLAYS CUTTINGS SANDSTONE TUNNELS EXCAVATING WALLS CRACKING MOVEMENT CRACKS TIMBERING GROUTING DRIVING TUNNELLING MATERIALS DOLERITE MARL LININGS ROCKS CULVERTS BRIDGES VIADUCTS SUBWAYS FAILURES...

... CONSTRUCTION FOUNDATIONS ASPHALT SURFACES WAVES CORRUGATION DEFORMATION VEHICLES TRAFFIC WHEELS EFFECT BITUMEN HIGHWAYS MATERIALS TARMAC DAMAGE TYRES MAINTENANCE PAVEMENTS WEAR ROADWAVES TAR ACTION ROLLING LOADS ATTRITION WOOD PAVING MOVEMENT STRENGTH CORRUGATED DYNAMICS...

... TRAMS MECHANICAL PROBLEMS TRAFFIC HIGHWAYS WAVES MATERIALS BITUMEN CORRUGATED MACHINERY BITUMINOUS COATINGS EFFECT WHEELS PAVING VEHICLES GROUTING ASPHALT MOVEMENT WOOD BLOCKS RESISTANCE GRANITE CONCRETE FOUNDATIONS PAVEMENTS WEAR SURFACING 168 DISCUSSION ON ROAD...

... as far as possible, the creeping or movement of the rails in a longi- tudinal direction. In recentyears,owing to the increased volume of traffic andthegreater weightand speed of, thetrains,this difficulty has become more acute. The type of permanent wayalmostuniversallyadopted in this country consists...

... movement of the metal of the rails. The cause being fairly well established, what was most interesting was the remedy, and he endorsed entirely what had beensaid by Mr. Grierson inthat respect. In thiscountryrail-creep caused littletroubleb, uot ntheContinenatndin America i t was veryconsiderable, and he...

... RAILS CREEP RAILWAYS EXPERIMENTS TRACK TEMPERATURE PERMANENT WAY SLEEPERS ANCHORS FISHPLATES GIRDERS WHEELS LATHS GRADIENTS WEIGHT TRAINS MAINTENANCE REMEDIAL WORKS STEEL STONE BALLAST SPEED UNEVEN ANCHORAGES IMPACT FRICTION CHANGE COEFFICIENTS MOVEMENT TIMBER...

... development would involve t h e u t i h r t i o n of the north side of the .Dr. Brysson harbour, and the question might as well be faced now as later. Cunningham. With regardtotheforwardmovement of the quay-wall,some movement was almost inevitable, anhde did not believe there existed a quay-wall...

...-backsand anchors back of the bollards. When, however, thefirstthirteen wells of this pattern had beencompleted at the north end of the q u a ya n dt h e sea-bed had been dredgeadwaiyfnront of them so thatthefull backloadcame intobearing, a forward movement of about 6 incheswasdetected in them, which...

...B L VULLIAMY; T TOMPION MOVEMENT CLOCKS HOROLOGY DONATIONS INSTITUTIONS © Thomas Telford and ICE 1915 TIIE MOVEJIENT OP h TOJIPION CLOCK. 441 Description of the Movement of a Tompion Clock presented t o TheInstitution of Civil Engineersin 1847 by Benjamin Lewis Vulliamy, Assoc. Inst...